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ABBRE�GAT O�1S ❑ SPEC� A� If� SPECTI0�1S, TEST� i� G and STRUCTU �A� OBSERVATIQ�I SCHEDU �E -
<br /> ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1)
<br /> WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPAGING
<br /> @ ATD IN. lNCHE(S) _ a�
<br /> wFo. iNFORMarioN INSPECTION ITEMS CONTINUOUS PERIODIC TESTING CQMMENTS CONNECTION FASTENING �
<br /> ' FEET(FOOT) INT. INTERIOR EXTERIOR
<br /> GROUND-MAlN 2 X 6 2X6 � 16"O.C. 1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS �
<br /> " INCH (INCHES) SOIL & FQUNDATIONS (IBC 1704.7� MAIN-UPPER 2 X 6 2X6 @ 16"O.C. 2. BRIQGING TO JOIST (3) 0.131" X 2.5" TOENAILS EA. END �
<br /> # POUND(S), NUMBER JST. JOIST UPPER-ROOF 2 X 6 2X6 � 16"O.C. 3. 1X6 OR LESS SUBFLR. TO JST. 2 0.131" X 2.5" FACE NAIL �
<br /> = EQUAL(S) JT. JOINT SITE PREPARATION, EXCAVATION & GRADING X GEOTECH � } „ , �
<br /> / PER SUBSURFACE DRAINAGE INTERIOR 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131 X 2.5' FACE NAIL �
<br /> GEQTECH GROUND-MAIN 2 X 4 2X4 C� 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER 2 0.148" X 3.25" BLIND & FACE NAIL U �
<br /> K KIPS(1000) » � � �
<br /> A.B. ANCHOR BOLT FILL PLACEMENT & COMPACTION X X GEdTECH MAIN-UPPER 2 X 4 2X4 @ 16 O.C. 6. SOLE PLATE TO JST. OR BLKG. (1} 0,148" X 3.25" AT 12" O.C. TYP. FACE NAIL Z �
<br /> LAT. LATERAL UPPER-ROOF 2 X 4 2X4 � 16"O.C. "' " "AT BRACED WALL PANEL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � �
<br /> ABV, ABOVE FIELD VERIFICATIQN OF BEARWG CAPACITY X GEOTECN
<br /> � ADD. ADDITIONAL LB. POUND(S) 7. TOP PLATE TO STUD (2� 0.148° X 3.25' O.C. END NAIL
<br /> ADJ. ADJACENT L,B. LAG BOLT(S) PARTY GROUND-MAIN 2 X 4 EA. WALL ZX4 C� 16"O.C. EACH WALL 8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL o �
<br /> (DBL WALL)
<br /> ALUM. ALUMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTION (IBC 1704.4� IBC TAB�E 1704.4 MAIN-UPPER 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL (OR) (2) 0.148" X 3.25" O,C. END NAIL 1 `� o
<br /> ALT. ALTERNATE LGTH. LENGTH REINFORCEMENT X UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALI. 9. DQUBI�E STUDS (2) 0,148° X 3.25" AT 12° O.C. FAC� NAIL °; �
<br /> APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING 10.DOUB�E TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL � �� �
<br /> ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPL.ICE (20) 0.148" X 3.25" FACE NAILS � � CO
<br /> ASSY ASSEMBLY LLV LONG LEG VERTICAL BEARING WALL NOTES 11.JOISTfRAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � +, �
<br /> B. BOTTOM LSH LONG SLOTTED HOLE(S) 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD 12.RIM JOIST TO TOP PLATE (1� 0.148 X 3.25" AT 12" O.C. TOENAIL �� �
<br /> BEL. BELOW LT. WT. LIGHT WEIGHT REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 061Q0 ROUGH FRAMING' STRUCTURAL NOTES � �, �
<br /> BEN BOUNDARY EDGE NAILING L.W. LIGNT WEIGHT SHEET 51.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME 13.TOP PLATE LAP INTERSECTIONS (2} 0.148" X 3.25 FACE NAIL � .,�
<br /> ANCHOR BQLTS & HOLDOWNS X 14.DOUBLE 2X JOIST HEADER 1 " " " W � `^
<br /> B>F. BRACED FRAME SHEARWALL TYPES REQUIRE A DOUBLE RIM JQIST FOR THE PLATE NAILING. / O 0.148 X 3.25 AT 12 FACE NAIL EA. EDGE �
<br /> BLDG. BUILDING MAS. MASONRY EMBEDDED ITEMS X 15.CEILING JOISTS TO PLATE (3} 0.131" X 2.5" TOENAIL - � �
<br /> BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL P�ATES TO CONCRETE WITH 5/8" DlA. ANCHOR BOLTS WITH 7" EMBED, AT 48" ON CENTER 16.CONTINUOUS HEADER TO STUD (4) 0.131" X 2.5" TOENAILS � � �
<br /> BLKG. BLOCKING MAT. MATERIAL TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FQR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3.25° FACE NAIL � � �
<br /> BLW. BELOW MAX. MAXIMUM CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER (3) 0.148" X 3.25" FACE NAIL �' � �
<br /> BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFTER TO FLATE (3) 0.131" X 2.5" TOENAIL � � �
<br /> BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER 20.1X BRACE TO EA. STUD & PLATE (2) 0.131" X 2.5" FACE NAIL +, o co
<br /> ' BN BOUNDARY NAILING MECH. MECHANICAL 3. SEE DETAII. 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT SHEARWAL.LS AS 21.1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 2.5' FACE NAIL tl� a' �
<br /> BNQRY. BOUNDARY M:E.J, MASONRY EXPANSION JOINT STEEL CONSTRUCTION (IBC 1704.3} IBC TABLE 1704.3 INDICATED ON THE PLANS. 22.WIDER THAN 1X8 SHTG. TO BRG, (3) 0.131" X 2.5" FACE NAIL
<br /> 8.0. BOTTOM OF MEZZ. MEZZANINE �
<br /> B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 23.BUILT-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL ��a � ,y �;
<br /> 4. SEE DETAIL 5/S1.1 FOR NOTCHING AND B�OCKING L.IMITS. �> » �� � $�� `� '%'
<br /> 24.BUILT-UP GIRDERS AND BEAMS 1 0.148 X 3.25 AT 12 EA. EDGE STAGGERED ����r � ; � ��`� ,,
<br /> B4O.F. BOTTOM OF FOOTING MIN. MINIMUM W�LDING (IBC 1704.3.1 & AWS D1.1} NOTE 4. � }
<br /> BRDG. BRIDGE(ING) MISC. MISCELLANEOUS ' X '
<br /> STAIR AND RAILING 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. 'r,� U �` ` £� .
<br /> F, <
<br /> BRG. BEARING MTL. METAL X f� ,
<br /> ' {.�.,, , � ;
<br /> BTM. BOTTOM REINFORCING STEEL (AWS D1.4} X NOTE 6 , � , _,� i '
<br /> ,'` � �,� s, ,� {Y ,
<br /> BTWN. BETWEEN cN, NEW � BEAR �1G WA�� STUD SCHEDU �E �]4 FASTE�I �1G S�HEDULE .. ,... .... .. ....... ...�.. ::
<br /> N.L.B. NON-LOAD BEARING EMBEDDED PLATE
<br /> C CAMBER N0. NUMBER X
<br /> CAMB. CAMBER{ED) N.S. NEAR SIDE �
<br /> CANT. CANT(LEVER(ED) N.T.S. NOT TO SCALE 5 �� �'
<br /> CF CUBIC FOOT N.W.C.NORMAL WEIGHT CQNCRETE ANCHORING SYSTEMS �1 �
<br /> C,I.P. CAST IN PLACE ADHESIVE ANCHORS
<br /> N0. OF BUNQLED STUDS � o
<br /> X PER MFR. HOLE DIA.<2/5d PER PL,AN �, ti ���a
<br /> C.J. CONSTRUCTION JOINT O.C. ON CENTER SfNGLE STUD
<br /> CL CENTER LINE O.D. OUTSfDE DIAMETER MECHANiCAL ANCHORS X PER MFR. d HOLE EDGE (2) 0.162" DIA. X 3 1/2" AT 12" O.C. � � ' � � �
<br /> CLG. CEILING O.F. OUTSfDE FACE z DISTANCE>5/8" HOLE EDGE TYPICAL N w �` o
<br /> POWDER ACTUATED FASTENERS NOTCH �
<br /> O.H. OPPOSITE HAND X PER MFR. Q � „ o ,�
<br /> CLR, CLEAR DEPTH<1/4d '� DISTANCE 5/8 �'� ��� ��
<br /> COL COLUMN OPNG. OPENING � SING�E STUD ?� -
<br /> CONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3} `�' @ INTERIOR r �,�
<br /> CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY _
<br /> CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X ,�,
<br /> �' STUD 2X JOISTS PER PLAN
<br /> CONT. CONTINUOS O,W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � <
<br /> � CTSK. COUNTERSINK W HQLE DIA. 2f5d
<br /> PLATE DOUBLE STUD
<br /> CTR. CENTER(ED) PAR. PARALLEL iSB SHEAR PANELS X o Q � � �
<br /> CY CUBIC YARD P/C PRECAST SHEAR WAL� NAILING
<br /> PEN PANEL EDGE NAIL q � �, c�
<br /> PERP. PERPENDICULAR DRAG STRUT X � 'n
<br /> d PENNY(NAILS) o �
<br /> DB DROPPED BEAM PL. PL,ATE HOLDQWNS X 2X SQUASH BLOCK '- �
<br /> � DBA DEFORMED BAR ANCHORS
<br /> PL PROPERTY LIfJE NAIL W/ (2} 0.162" DIA. X � � '
<br /> DBL. DOUBLE PLN PLAN _ 3 1/2" C� 8" O.G STAGGERED � o
<br /> DCW DEMAND CRITICA� WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709)
<br /> DEPT. DEPARTMENT P L Y W D. P L Y W O O D CONCRETE CONSTRUCTION NOT REQUIRED �
<br /> DET. DETAIL PSF POUNDS PER SQUARE FQOT WALL PER BEARiNG
<br /> DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED o
<br /> DIA. DIAMETER P.T. PRESERVATIVE TREATED ' WALL SCHEDULE � -
<br /> DIAG. DIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NOTES: SCALE: NQNE ` » _
<br /> SCALE: 3 4 - 1'-0" �
<br /> DIAPH. DIAPHRAGM o �
<br /> , DN. DOWN °° �� 5� STUD �IQTCNI�JG and BOR �JG � MITS 60 TYPCA� B�OCI� NG at BU�ID�ED STUDS � �
<br /> DIM. DIMENSION QTY. QUANTITY 1. ITEMS MARKED WITH AND X SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1Z00 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE > a
<br /> R. RADIUS JURISDICTION. �
<br /> D.O. DITTO(REPEAT) 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRfCATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION J �
<br /> DP. DEEP RAD, RADIUS PRIQR TO FABRICATION. Q �-
<br /> D.S. DRAG STRUT RE: REFERENCE �
<br /> REF. REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES TNAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC Q
<br /> DWG. QRAWING(S) � SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH
<br /> DWL. DQWEL S REINF. REWFORCEMENT(ING) � �
<br /> � � REQ. REQUIRED THE REQUIREMENTS. cn
<br /> R.F. RIGID FRAME 4. ALL WE�DS SHALL BE VISUA�LY INSPECTED. �-- �
<br /> (E) EXISTING 5, PERIODIC SPECIAL INSPECTIONS HALL BE ALLOWEp FOR SHOP WELDING OF ASTM A706 REfNFORCEMENT N0. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED � -
<br /> EA. EACH R.O. ROUGH OPENING �
<br /> � R.S. ROUGH SAWN THAT: THE MATERlALS AND THE QUALIFfCATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START QF WQRK, THAT PERIODIC o �
<br /> E,�. EACH END WSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION OF ALL WELQS IS MADE PRfOR TO SHIPMENT OF SHOP WELDED ITEMS. �
<br /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND O � W
<br /> E.J. EXPANSION JOINT SCN. SCHEDULE
<br /> SCL STRUCTURAL COMPOSITE WOOD TEST RESULTS (IBC 1704.2.4) 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN.
<br /> E�. ELEVATION SCHED. SCHEDULE
<br /> ELEV. ELEVATOR T
<br /> EMBD, EMBED MENT SHT. SHEET �
<br /> EN EDGE NAIL SIM. SIMILAR
<br /> �
<br /> S.J. SHRINKAGE CONTROI. JOINT �. . . . . . .
<br /> ENG. ENGWEER N
<br /> SKW. SKEW(ED) O O O � �
<br /> EQ. EQUAL S.O.G. SLAB ON GRADE � O O O �. . . . . �
<br /> � EQPT. EQUIPMENT
<br /> E.W. EACH WAY SPC. SPACE(S) (ING) �, ,�„� .
<br /> EXP. EXPANSION SPEC. SPECIFICATION(S) Q HEAD-OUT FOR �
<br /> EXST. EXISTlNG SQ. SQUARE � RIM JOIST
<br /> EXT. EXTERIOR STD. STANDARD � PLUMBING, MECN., d � .
<br /> ETC. 1 1/2' DIA. MAX: �
<br /> STGR. STAGGER HOLE SIZE THIS ZONE
<br /> FAB. FABRICATION STIFF. STIFFENER(S) � � _ � d/3 MAX. �
<br /> FB FLUSH BEAM STIR. STIRRUP(S) �
<br /> FDN. FOUNDATION STL. STEEL � I ¢ I ✓~
<br /> F.F. FINISH FLOOR STRUC. STRUCTURAL m � 2x10
<br /> FIN. FINISH(ED) STRUCT. STRUCTURAL � � � N
<br /> � �
<br /> FLG. FLANGE SUSP. SUSPENDED(TION) � N � �
<br /> FLR. FLOOR SYMM. SYMMETRICA� �
<br /> FN FIELD (FACE) NAIL I EA. END � �
<br /> T. TOP U210 HANGER ��
<br /> F.O. FINISHED OPENING ,
<br /> F.O.G FACE OF CONCRETE T.&B. TOP AND BOTTOM I I 3/4" = 1'-0" �
<br /> F.O.M. FACE OF MASONRY TEMP. TEMPORARY I � Q
<br /> F.Q.S. FACE OF STUD T.&G. TONGUE AND GROOVE I I U210 HANGER 08 J 0 S T B 0 R N G �I M TS � �
<br /> F.O.W. FACE OF WALL THK. THICK(NESS) ( ��
<br /> FRM. FRAME(ING) THRD. THREADED
<br /> F.S. FAR SIDE TN TOE NAIL � � 2x10 JOIST PER PLAN
<br /> � (16" O.C, U.N.O. PER � �
<br /> FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) PLAN) � �
<br /> FRTW FIRE RETARDANT TREATED WOQD T.O.W. TOP OF WALL � � �
<br /> FTG. FOOTING TRANSV. TRANSVERSE � I ( 2x10 �
<br /> T.O.S.. TOP OF STEEL "'
<br /> GA. GAUGE TYP. TYPICAL ~ I
<br /> O f I �'� � �'
<br /> GALV. GALVANIZE(D) � �
<br /> GB. GRADE BEAM U.N.O. UNLESS NOTED OTNERWISE ( 1'-4" 1'-4" I FOR JOIST SPANS UP TO �
<br /> � GLB GLUE LAMINATED BEAM U fS UNDERSIDE � t1'-0'', A SINGLE JOIST � ,
<br /> GRD. GRADE I I MAY BE HEAD OFF TO Q
<br /> �
<br /> GWB GYPSUM WALLBOARD V. VERTICAL � � ADJACENT SINGLE JOISTS �i �
<br /> GYP. GYPCRETE VERT. VERTICAL � � O � .�.,
<br /> VIF VERIFY IN FIELD � � F-�- � �
<br /> H. HORIZONTAL
<br /> HD HOLDOWN W. WIDE(WIDTH) ( � FOR JOIST SPANS �
<br /> b�
<br /> H.D.G. HOT DIPPED GALVANIZED W/ WITH
<br /> � BETWEEN 11'-0" AND r-� S�
<br /> CC� � ,�
<br /> I I 16'-0" ADD ADDITIONAL � ,
<br /> �---� �
<br /> HEADER N�/0 WfTHOUT I I 2x10 JOIST RDJACENT TO �
<br /> HGR. NANGER WD. WOOD HEAD OUT. � �
<br /> HORZ. HORIZONTAL W.N.S. WELDED HEADED STUDS � �, A �
<br /> I I r-��1 .,
<br /> HORIZ. HORIZONTAL W.P. WORK POINT Q ( � NOTE: JQIST HEAD -OUT V E--� �
<br /> HR FiEADER W.S. WELDED STUD Z
<br /> i IS FOR UN UNIFORMLY � �
<br /> H.S.B. NIGH STRENGTH BOLT WT. WEIGHT � �
<br /> . NT. HEIGHT W.W.F. WELDED WIRE FABRIC w � _ _ _ _ _ _ _ _ � LOADED FLOOR JOISTS �
<br /> I.D. INSIQE DIAMETER X-STG EXTRA STRONG � - _ - _ - ONLY �-� �.,� ry
<br /> I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � I I y 1 ^ W
<br /> I.F. INSIDE FACE � �
<br /> YD YARD m
<br /> PLAN - JOIST HEAD-OUT
<br /> SCALE: 3/4" = 1'-0"
<br /> 0 10 JOIST NEAD-OUT DETAI�S 11 •
<br />
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